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Volumn 165, Issue , 2013, Pages 64-72

Calibration of elasto-plastic models for unsaturated soils under isotropic stresses

Author keywords

Constitutive relations; Parameters calibration; Plasticity; Suction; Unsaturated soils

Indexed keywords

ACCURATE PREDICTION; CONSTITUTIVE RELATIONS; ELASTO-PLASTIC MODELS; ISOTROPIC COMPRESSION TESTS; PARAMETERS CALIBRATIONS; SUCTION; TRADITIONAL CALIBRATION; UNSATURATED SOIL;

EID: 84886792797     PISSN: 00137952     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.enggeo.2012.06.007     Document Type: Article
Times cited : (9)

References (28)
  • 2
    • 67649180626 scopus 로고    scopus 로고
    • Unsaturated soil mechanics in earth and rockfill dam engineering, unsaturated soils: advances in geo-engineering
    • CRC Press/Balkema, Leiden, D.G. Toll, C.E. Augarde, D. Gallipoli, S.J. Wheeler (Eds.)
    • Alonso E.E., Pinyol N.M. Unsaturated soil mechanics in earth and rockfill dam engineering, unsaturated soils: advances in geo-engineering. Proc. 1st European Conf. on Unsaturated Soils, Durham, UK 2008, 3-32. CRC Press/Balkema, Leiden. D.G. Toll, C.E. Augarde, D. Gallipoli, S.J. Wheeler (Eds.).
    • (2008) Proc. 1st European Conf. on Unsaturated Soils, Durham, UK , pp. 3-32
    • Alonso, E.E.1    Pinyol, N.M.2
  • 3
    • 0025620943 scopus 로고
    • A constitutive model for partially saturated soils
    • Alonso E.E., Gens A., Josa A. A constitutive model for partially saturated soils. Géotechnique 1990, 40(3):405-430.
    • (1990) Géotechnique , vol.40 , Issue.3 , pp. 405-430
    • Alonso, E.E.1    Gens, A.2    Josa, A.3
  • 4
    • 0018712811 scopus 로고
    • A natural compression law for soils
    • Butterfield R. A natural compression law for soils. Géotechnique 1979, 29(4):469-480.
    • (1979) Géotechnique , vol.29 , Issue.4 , pp. 469-480
    • Butterfield, R.1
  • 5
    • 0030169959 scopus 로고    scopus 로고
    • Yielding and plastic behaviour of an unsaturated compacted silt
    • Cui Y.J., Delage P. Yielding and plastic behaviour of an unsaturated compacted silt. Géotechnique 1996, 46(3):405-430.
    • (1996) Géotechnique , vol.46 , Issue.3 , pp. 405-430
    • Cui, Y.J.1    Delage, P.2
  • 7
    • 0016985682 scopus 로고
    • Constitutive relations for volume change in unsaturated soils
    • Fredlund D.G., Morgenstern N.R. Constitutive relations for volume change in unsaturated soils. Canadian Geotechnical Journal 1976, 13(3):261-273.
    • (1976) Canadian Geotechnical Journal , vol.13 , Issue.3 , pp. 261-273
    • Fredlund, D.G.1    Morgenstern, N.R.2
  • 8
    • 0037293574 scopus 로고    scopus 로고
    • An elasto-plastic model for unsaturated soil including the effect of saturation degree on mechanical behaviour
    • Gallipoli D., Gens A., Sharma R., Vaunat J. An elasto-plastic model for unsaturated soil including the effect of saturation degree on mechanical behaviour. Géotechnique 2003, 53(1):123-135.
    • (2003) Géotechnique , vol.53 , Issue.1 , pp. 123-135
    • Gallipoli, D.1    Gens, A.2    Sharma, R.3    Vaunat, J.4
  • 9
    • 78149273480 scopus 로고    scopus 로고
    • A sequential method for selecting parameter values in the Barcelona basic model
    • Gallipoli D., D'Onza F., Wheeler S. A sequential method for selecting parameter values in the Barcelona basic model. Canadian Geotechnical Journal 2010, 47(11):1175-1186.
    • (2010) Canadian Geotechnical Journal , vol.47 , Issue.11 , pp. 1175-1186
    • Gallipoli, D.1    D'Onza, F.2    Wheeler, S.3
  • 10
    • 77956285666 scopus 로고    scopus 로고
    • Soil-environment interactions in geotechnical engineering
    • Gens A. Soil-environment interactions in geotechnical engineering. Gèotechnique 2010, 60(1):3-74.
    • (2010) Gèotechnique , vol.60 , Issue.1 , pp. 3-74
    • Gens, A.1
  • 11
    • 65249096172 scopus 로고    scopus 로고
    • A full-scale in situ heating test for high-level nuclear waste disposal: observations, analysis and interpretation
    • Gens A., Sanchez M., Guimaraes L.Do N., Alonso E.E., Lloret A., Olivella S., Villar M.V., Huertas F. A full-scale in situ heating test for high-level nuclear waste disposal: observations, analysis and interpretation. Géotechnique 2009, 59(4):377-399.
    • (2009) Géotechnique , vol.59 , Issue.4 , pp. 377-399
    • Gens, A.1    Sanchez, M.2    Guimaraes, L.D.N.3    Alonso, E.E.4    Lloret, A.5    Olivella, S.6    Villar, M.V.7    Huertas, F.8
  • 12
    • 0002181547 scopus 로고    scopus 로고
    • Remarks on the constitutive modelling of unsaturated soils
    • Balkema, Rotterdam, A. Tarantino, C. Mancuso (Eds.)
    • Jommi C. Remarks on the constitutive modelling of unsaturated soils. Experimental Evidence and Theoretical Approaches in Unsaturated Soils 2000, 139-153. Balkema, Rotterdam. A. Tarantino, C. Mancuso (Eds.).
    • (2000) Experimental Evidence and Theoretical Approaches in Unsaturated Soils , pp. 139-153
    • Jommi, C.1
  • 13
    • 53749096062 scopus 로고    scopus 로고
    • A fully coupled flow deformation model for cyclic analysis of unsaturated soils including hydraulic and mechanical hysteresis
    • Khalili N., Habte M.A., Zargarbashi S. A fully coupled flow deformation model for cyclic analysis of unsaturated soils including hydraulic and mechanical hysteresis. Computers and Geotechnics 2008, 35(6):872-889.
    • (2008) Computers and Geotechnics , vol.35 , Issue.6 , pp. 872-889
    • Khalili, N.1    Habte, M.A.2    Zargarbashi, S.3
  • 14
    • 84886780603 scopus 로고    scopus 로고
    • Stochastic modelling of slopes and foundations on heterogeneous unsaturated soils. PhD Thesis, University of Glasgow, Glasgow, UK.
    • Le, T.M.H, 2011. Stochastic modelling of slopes and foundations on heterogeneous unsaturated soils. PhD Thesis, University of Glasgow, Glasgow, UK.
    • (2011)
    • Le, T.M.H.1
  • 15
    • 0036469539 scopus 로고    scopus 로고
    • An effective stress elastic-plastic model for unsaturated porous media
    • Loret B., Khalili N. An effective stress elastic-plastic model for unsaturated porous media. Mechanics of Materials 2002, 34:97-116.
    • (2002) Mechanics of Materials , vol.34 , pp. 97-116
    • Loret, B.1    Khalili, N.2
  • 18
    • 0014379767 scopus 로고
    • Volume change characteristics of partially saturated soils
    • Matyas E.L., Radhakrishna H.S. Volume change characteristics of partially saturated soils. Géotechnique 1968, 18(4):432-448.
    • (1968) Géotechnique , vol.18 , Issue.4 , pp. 432-448
    • Matyas, E.L.1    Radhakrishna, H.S.2
  • 19
    • 84859945875 scopus 로고    scopus 로고
    • Geotechnical problems and case histories from the perspective of unsaturated soil mechanics
    • Taylor and Francis Group, E.E. Alonso, A. Gens (Eds.)
    • Ng C.W.W., Leung A.K. Geotechnical problems and case histories from the perspective of unsaturated soil mechanics. Proc. 5th International Conference on Unsaturated soils, Barcelona, Spain 2010, 53-90. Taylor and Francis Group. E.E. Alonso, A. Gens (Eds.).
    • (2010) Proc. 5th International Conference on Unsaturated soils, Barcelona, Spain , pp. 53-90
    • Ng, C.W.W.1    Leung, A.K.2
  • 20
    • 58249145175 scopus 로고    scopus 로고
    • New insight into the unified hydro-mechanical constitutive modelling of unsaturated soils
    • Science Press, Beijing, Z.Z. Yin, Y.P. Yuan, A.C.F. Chiu (Eds.)
    • Nuth M., Laloui L. New insight into the unified hydro-mechanical constitutive modelling of unsaturated soils. Proc. 3rd Asian Conference on Unsaturated Soils 2007, 109-126. Science Press, Beijing. Z.Z. Yin, Y.P. Yuan, A.C.F. Chiu (Eds.).
    • (2007) Proc. 3rd Asian Conference on Unsaturated Soils , pp. 109-126
    • Nuth, M.1    Laloui, L.2
  • 23
    • 3142512733 scopus 로고    scopus 로고
    • A constitutive model for unsaturated soils: thermomechanical and computational aspects
    • Sheng D., Sloan S.W., Gens A. A constitutive model for unsaturated soils: thermomechanical and computational aspects. Computational Mechanics 2004, 33(6):453-465.
    • (2004) Computational Mechanics , vol.33 , Issue.6 , pp. 453-465
    • Sheng, D.1    Sloan, S.W.2    Gens, A.3
  • 24
    • 84886784693 scopus 로고
    • A critical state framework for unsaturated soil, PhD thesis, University of Sheffield, Sheffield, UK.
    • Sivakumar, V., 1993. A critical state framework for unsaturated soil, PhD thesis, University of Sheffield, Sheffield, UK.
    • (1993)
    • Sivakumar, V.1
  • 25
    • 1942498852 scopus 로고    scopus 로고
    • An extended cam-clay model for unsaturated soils with hydraulic hysteresis
    • Tamagnini R. An extended cam-clay model for unsaturated soils with hydraulic hysteresis. Géotechnique 2004, 54(2):223-228.
    • (2004) Géotechnique , vol.54 , Issue.2 , pp. 223-228
    • Tamagnini, R.1
  • 26
    • 0028974913 scopus 로고
    • An elasto-plastic critical state framework for unsaturated soil
    • Wheeler S., Sivakumar V. An elasto-plastic critical state framework for unsaturated soil. Géotechnique 1995, 45(1):35-53.
    • (1995) Géotechnique , vol.45 , Issue.1 , pp. 35-53
    • Wheeler, S.1    Sivakumar, V.2
  • 27
    • 0037294709 scopus 로고    scopus 로고
    • Coupling of hydraulic hysteresis and stress-strain behaviour in unsaturated soils
    • Wheeler S., Sharma R.S., Buisson M.S.R. Coupling of hydraulic hysteresis and stress-strain behaviour in unsaturated soils. Géotechnique 2003, 53(1):41-54.
    • (2003) Géotechnique , vol.53 , Issue.1 , pp. 41-54
    • Wheeler, S.1    Sharma, R.S.2    Buisson, M.S.R.3
  • 28
    • 84886769850 scopus 로고
    • Yielding of unsaturated soil, PhD thesis, University of Sheffield, Sheffield, UK.
    • Zakaria, I., 1995. Yielding of unsaturated soil, PhD thesis, University of Sheffield, Sheffield, UK.
    • (1995)
    • Zakaria, I.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.